In this study, a numerical research has been conducted to investigate the fire resistance performance of prestressed hollow-core slabs, in which the number of prestressing strands and the load ratio were set as the analysis parameters. Based on the numerical simulation results, the temperature distribution and deflection according to the fire duration time were analyzed in detail.

Abstract
 1. 서 론
 2. 해석적 연구
 3. 결 론
 참고문헌

• 허인욱(서울시립대학교 건축공학과) | Heo Inwook
• 한선진(서울시립대학교 건축공학과) | Han Sun-Jin
• 이두희(서울시립대학교 건축공학과) | Lee Doo-Hee
• 최승호(서울시립대학교 건축공학과) | Choi Seung-Ho
• 김강수(서울시립대학교 건축학부) | Kim Kang Su